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PRECAST HEADER(MIN) <br />2 X 4 MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S.FROM EACH END AND B' zi <br />OC. MAX MIN I-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 9) 2.3/16 TAPCON mi <br />OR DRIVE PM MIN SHANKs12E.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IB' <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.14500 <br />MIN HEAD SIZE 3 <br />2X4 SOLID FLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SECURE TO SHEATHING W/ <br />8' FROM EACH END AND IS' <br />MIN, 2.12d PER BLK EA END <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />IAA OM SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: IR'.I'-0' <br />DEL. TOP PLATE <br />2X4 IS' OC, MAX. <br />SECURE 2X4 TO <br />WOOD W/2-126 + 6'-S' <br />OC. STAGGERED <br />SECURE 2X4 W/ 2 <br />EMBEDMENT IY'W/N <br />6' EA. END NOT TO <br />ARCHWAY <br />EXCEED V OC. <br />MAX <br />2X4 SOLID <br />BT. PLATE <br />BLOCKING SECURE <br />1/2' PLYWOOD. <br />TO SHEATHING WITH <br />OR 1/I6' OSB. <br />MIN 2-12d PER BLK <br />EA. END <br />3 XTERIOR ARCHWAY <br />$GALE, I/2'. I'-0' <br />lO. 14,; OSS. OR IV PLYWOOD SHEATHING <br />0 w BLDG. FELT <br />Q3 24WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />MUST ADD DISTO, 36- WIDE AND <br />AND MUST BE A MIN 24- WIDE METAL. <br />OS FIBEId5LA55 514IIXLE5 <br />OBL. TOP PLATE <br />2X4 IS' O.C. MAX <br />SECURE 2X4 W/ 2-44� <br />TAPCCN6 OR DRIVE PIN <br />(MIN. SHANK SIZE .145 MIN <br />HEAD SIZE 300 MIN <br />EMBEDMENT I Ya' W/N 8' <br />EA. END NOT TO EXCEED <br />18' OC. MAX <br />2XOLI 4 S <br />BLOCKING SECURE <br />TO 51EATHNG WM <br />MIN. 2-Rd PER BLK <br />EA ENE <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK 81ZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S.FROM EACH END AND IS' <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 (MN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4" <br />a' FROM EACH END AND 11. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 MIN 2 X 3) 2.3/16 TAPCCN <br />OR DRIVE PIN MN SHANK 51ZE.145 <br />MN HEAD SIZE 300 <br />1/16' 0515 SHEATHING <br />MN EMBEDMENT 1 1/4') <br />2X4 le' OC. MAX <br />S.FROM EACH END AND IS' <br />(WHEN OVER 16' IN HEIGHT) <br />OC, MAX. MIN 1.114. EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECIRE TO G: SHEATHINW/ <br />MIN. 2-12d PER BLK EA. END <br />/= CLOSED VALLEY FLASHING DETAIL <br />J N.T S. <br />ARCIIWAY DETAIL <br />16 AND`UP <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/242dS 6'-8' OL. MAX. <br />l/8' TEXTURED FINISH <br />l/I6' 09B 9NEATHIN'a <br />2 X 4 16' OC. MAX <br />(WHEN OVER 16- IN HIEGHTJ <br />2 X 4 (WHEN OVER I6' IN HIEGHTJ <br />1/4, TEMPERED MASCHITE <br />GLUE 4 NAIL W/B.d'S 8'-12' OC. <br />IF NEEDED. <br />2 X SOLID BLK'G + ARCH <br />SECURE W/2-1261 EACH END <br />—MIL WOW FRAME <br />-NOTE: NO GAP + WDW FRAME <br />TO EXCEED 114' <br />�1 ARCHWAY DETAIL <br />CUTAWAY <br />C1 SCALE: 1/2'.1'-0' <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />EXISTING BLK ASV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />l/S' TEXTURED FINISH <br />OR DRIVE PIN MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />l/ib' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROMI EACH END AND 18' <br />2 X 4 I6. OC. MAX. <br />(WHEN OVER IN HEIGHT.) <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />ER 16' <br />X 4 (WHEN OVER <br />2 X 8 (MIN 2 X 3) 2-3/lb TAPCON <br />S' IN HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD 91ZE 300 <br />MIN EMBEDMENT 11/4') <br />2 X SOLID BLK 'G s ARCH <br />SECURE WR•I2d EACH END <br />8' FROM EACH END AND IB' <br />ATTACFMENT PER <br />OC. MAX. MIN I-V4' EMBEDMENT <br />MANUFACTURER'S 5PEC'5. <br />MTL WDW FRAME <br />114' TEMPERED MASONITE <br />'NOTE: NO GAP • WDW FRAME <br />CLUE 4 NAIL W/8d'8 8'-12' Or_ <br />TO EXCEED 114' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />�R1 CUTAWAY <br />SCALE: IR'4'-m' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2x RAFTERS <br />Ixe NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAIL$ OR <br />(3) 10d CAN NAILS + EA. TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG, TRUss <br />CONV. FRAMED ROOF <br />SCALE: 1/2'.1'-0' <br />V-0' TO 30'-0' (1) 'X' BRACE <br />30'-1' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE + CENTER) <br />(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />430 FELT ON l/ib' OSB. <br />(2) 2X4 2 SYP DIAGONAIL BRACE — <br />W/ 3-12d + EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIMBACK <br />(SEE $EALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />1/I6' OSB SHEATHING — <br />USE Sd NAILS AT <br />4• — EDGE 4 6' oc. FIELD <br />2X4 W/ 3/8' X 5 LAG +32. O.C. <br />OR SIMPSON META-24 + 32' C.C. <br />SHEATHING NAILING TO BE <br />O.C. IN FIELD <br />4- OCPALL EDGES W/8d NAILS <br />TRUSS 24' oc. <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) 12d + EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DEL TOP PLATE <br />2X4 STUD 16' OC. MAX. <br />112—STORY GABLE END CROSS BRACING <br />SCALE: 1/2'.I'-0' <br />• ills UPLIFT <br />SIMPSOM HTSM20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS iO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMP901M HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4• <br />PRE-ENG TRUSS <br />CONTINUOS <br />BOND BEAM <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />�21N.TTRUSS ANCHOR RETROFIT <br />S. <br />12, Z <br />FINISH o LANDING ------ <br />3/4' PLYWOOD FF. —_ <br />I <br />DBL 2X& \� --- <br />PRE-FAB TRUSS <br />F'RE•ENG TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUB STRESS <br />SIMPSON BLOCKING MID WALL <br />PRE-ENGtRUS5E8 OR <br />CONV.FRAMEDSSES R9 <br />ASPHALT SHINGLES OVER <br />30FELT ONI/I6.OSB. <br />PRE-ENG GABLE TRUSS <br />(SE srIFFBACK <br />PACK FOR <br />(SEE i CON E CONNECTION) <br />SIZE 4 CONNECTION) <br />2x4 BLOCKING BETWEEN TRUSSES <br />1 3/4' PLYWOOD WITH <br />4 12-D COMMONS WINDER DETAIL <br />LANDING DETAIL NAILED TNRU 3/4' <br />PLYWOOD INTO <br />FINISH a LANDING <br />3/4' PLYWOOD FF. EACH STRINGER <br />1/2' CLG. BOARD 4 TEXT. <br />SP4 + 2.4 STUDS + 16. O.C. MAX, <br />WHERE 'X' BRACING 19 PRESENT <br />RE <br />LESS THAN 4' TYP. <br />SMPSON SP4 2X4 DBL TOP PLATE <br />EVERY IU.Ox <br />OTHER <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES <br />• EVERT IR' LUOODLL <br />OTHER STUD 2X4 WOOD siUp9 +I6' OL„ <br />STUD ' T 4 G SUISFLOOR GLUED <br />REINFORCED W/2X4 SPF OR CUT TO FIT <br />UN.0- ON TRUSS PLAN <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />FLOOR JOIST <br />W/CONY. BEAD OF IXS RISER <br />2X4 CONT. STRESS <br />BLOCKING: HID -WALL <br />ISr FLooR snlDs ro <br />gIMF'BON STUDS <br />2ND FLOOR STUDS <br />+ 32' <br />SUB -FLOOR ADHESIVE 10, <br />PL-400 OR SIMILAR w HAND RAIL <br />OC. MAX <br />EA HORIZONTAL RUN f <br />:M� <br />SECURE TREADS TO STRINGER <br />2x4 P7. PLATE <br />THING oR I <br />W/13�8 3' SCREWS g EA2' <br />s MPsoN sPa + <br />OC. MAXF'RE-ENG <br />FLOOR TRJ$$ <br />D SECURED <br />caNT. 2xa sPF RAT RwSTRINGER, <br />UNTHREADED SHANK _ I/2' DRYWALL <br />2'XS' A2' OL. <br />DOUBLE TOP PLATE <br />SCHEDULE <br />7PLATE <br />SECURED W/ (2) I2d'> + EACH <br />TO EXTEND BEYOND THICKNESS <br />l' EMBEDMENT <br />2xa coNnNo s STRESS <br />2KING UNDER <br />TRUSS <br />(2) 2x4 2 S.YP. DIAGONAL BRACE W/ l3) <br />OF SUB -FLOOR SHEATHING IXIO TRIM <br />BLOCKING MID WALL <br />2x4 STUDS + I6' O.C. MAX, <br />BETWSS BAYYS ICU/ <br />X-S s EACH TRUSS (DIAGONAL <br />X•BRACING TO COVER 5-TRUSSES <br />NOTE: 1) I' NOSING TYP. <br />CONC. SLAB <br />UO)y <br />'e EACH END <br />STAIRS RISERS TO CONFORM <br />2 s'„ CONT. <br />12• GYP. wL. BD. <br />2x DOUBLE TOP PLATE <br />$• GYP911M BOARD oR;' <br />HIGH STRENGTH CLG. <br />TO FBCR 5TH EDITION (2014) <br />SECURE BY. PLATE TO SLAB <br />UR <br />s . I6. OL. <br />NOTE: BOARD <br />MIN. TREAD 10', MAX. RISER T-3/4' <br />(3) 10d CUT NAILSW/ <br />ANCHORBOLTSLr <br />EVER STUD <br />DIACONAL BRACE + CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />'® 2X4 P.T.yy�XWASHER <br />3/ICE' MAX. VARIATION IN RISERS/TREADS , IHIGH <br />SET IN gIMP50N <br />STRENGTH EPDXY l' <br />4 8T. PLATE <br />DIAGONAL BRAce ro BE +ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />ADJACENT TO EACH OTHER SLEEPER INTO <br />° EMBED. MIN. <br />TO 30'-0' (1) X-BRACE <br />SLAB <br />3/5' MAX. VARIATION IN ANY RISER/TREAD <br />1—STORY <br />- SIMPSON SP4 + 32- OC. MAX <br />30'-1' TO 60-0' (3) X-BRACE lU X-BRACE + CENTER AND (2) <br />HANDRAIL CIRCULAR GROSS SECTION DIA. <br />DORMER <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />INT. BEARING WALL <br />6 SCALE: I/2'.1'-0' <br />INT. 2—STORY L.B.W. <br />8 ATTACHMENT <br />9 GABLE X—BRACING <br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPgBILITY <br />STAIR SECTION DETAILS <br />NOTE: FOR WALLS WMO UPLIFT OR <br />SCALE: I/2'.1'-0' <br />SCALE: I/2'.I'-0' <br />SCALE: 1/2'.1'-0' <br />WINDERS- MIN. 6' WIDE 6 NARROW END 3 <br />HAS FLOOR LOAD ONLY, DO NOT <br />MIN, 11' WIDTH 61 12' FROM NARROW END <br />INSTALL coN4ecTORs. <br />34' MIN. HANDRAIL HGT. <br />• e I. Y i v e C v a <br />Design <br />Gro O.nc. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA iF. 0003325 <br />F <br />Z <br />n: <br />Kai <br />W <br />O <br />F <br />a <br />V <br />C <br />F <br />O <br />ti <br />a <br />0 <br />summ & LOT <br />SILVERADO <br />LOT 1 <br />BLK 2 <br />PROJECT <br />04128.001-01002 <br />HODEIs <br />4EBB <br />1828— CALI" <br />GARAGE OMMO: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORDA <br />1. <br />00'�FtOLAPD A ABOUCHACF <br />AR NO 93723 <br />DAA=: 10 /21, <br />9C4111l 1 /4"= V — 0" <br />slim= <br />5 <br />